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LANE LINE
MARKING 7,_86
STANDARD VEHICLE WHEEL PATH
.MIN. MIN.
1'
MIN.
' 2" CLASS 'B'
2" SAW€:U I ANI) H1-MOW..
OR GRIND, SEAL WITH
AR400OW
2. 5'
MIN,
1A . �ACP CLASSw
MIN.
BR CRUSHED
SURFACING TOP
CCU R5E
EDGE OF FAVEIVEN-, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED R2CK, FLOWABLE FILL
OR AS :ZEQU RED BY ENGIN2ER
*MINIMUM ACP CLASS 'E' or '3' SHALL BEW,
PRINCI-AL/MINUR/CCLLECTCR ARTERIAL. STREETS & INDUSTRIAL
ACCESS STREETS - 5" ACP CLASS `E' or `B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' ar 'E'.
NOTE;
UPON REQUEST CF ENGINEER, NEW ROADWAY PAVEMENT
5EC11C s MAY BE DESI;:NED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PITCH AND OVERLAY
DE 1'-RM NING NAVEMEN 1 FHICKNESS,
FOR FLEXIBLE PAVEMENT
ADOPTED
*# 9TANDAM prAve
LsTTAm ziras
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a7pmn6s wo Eo r,aTrs ocv aDAIS I HEOSON I gy pppDWGr NAME: H032 SP PAGE= H032
14*
FRAME AND VANED GRATE
CLEAN SURFACE AND ®6TTOMAREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE 11A5E SECTION MIST
EE GRWTE❑ TO THE BOTTOMAREA OF THE
ADJUSTMhNTSEC1KK
BAW SECTION
NOTES
SEE NOTE d
I- THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION of THE PAVEMENT,
GUTTEN, DITCH, OR sIiDEWALK IN WHICH IT Is TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
THE ERGIHEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3.
2. SHFMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OH sHIMsis PROHIBITED.
3. A CONT I N JOUS LAVE R OF MORTAR SFIALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR To PLACEM-E NT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE SR IC Ks ARE STAGGERED TO CREATE A RUNNING BOND OR 1� BOND_
5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUS'rMEN'F S!z C IION WITH NUNW IRINK GROUT
5. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT.
7_ GROUT IS TO 6E NON -SHRINK TYPE GROUT MEETING THE REQUIRE MENJTS OF ASTM 157 PER APVVA STANOARID SPECIFlocATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE_. THI_ MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWASTANDARr3
aPECIFICA'f 10#J 9-20.3
a. PICK I LIFTING HOLES ARE TO BE GAOUTED WATER TIGHT.
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
MARCH 2ma
Pacific Loy.; Irjl'-elrii
Desiti-ri, } f _r;
i
�rPlanning cansajllu12�'-
��
PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M.
E 0
D
TRUNCATED DOME
MIN.
MAX.
A
1.60"
2.40"
B
0.65"
C
0.45"
0.90"
D
0.9"
1.40"
E
0.2"
0.2"
TRUNCATED DOME SPACING SECTION A
SEE NOTE 3 SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE
TRUNCATED DOME DETAILS
Q LU
LANDING m OFFSET
CURB RAMP SEE NOTE 8
•••• WAL WAY ""
WIDTH OF
"" WALKWAY
0*0
••••
NOTES
1.
The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp,
DETECTABLE WARNING
landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
CURB RAMP, LANDING, CUT- SURFACE (DWS) -
the DWS requires a concrete border around the DWS, a variance of up to 2 inches
THROUGH OR WALKWAY SEE NOTE 3
on each side of the DWS is permitted.
2.
The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
two leading corners of the DWS panel placed adjacent to the back of the curb, and
with no more than a 2 inch gap between the DWS and the back of the curb measured
BACK OF CURB ;;;;;;;;;;;;;; :: 2'- 0" MIN.
at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
SEE NOTE 2 TYP. OF ALL
requires a concrete border around the DWS, a variance of up to 2 inches from the
................ ......
APPLICATIONS
........:::::::.........
back of the curb is permitted (measured at the leading corners of the DWS panel).
3
The rows of truncated domes shall be aligned to be perpendicular to the grade
break at the back of curb.
4
The rows of truncated domes shall be aligned to be parallel to the direction of travel.
CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP,
LANDING, CUT -THROUGH OR 5.
If curb and gutter are not present, such as a shared -use path connection, the
WALKWAY
Detectable Warning Surface shall be placed at the pavement edge.
DETECTABLE WARNING SURFACE DETAIL
6.
See Standard Plans for sidewalk and curb ramp details.
7•
If a curb ramp is required, the location of the Detectable Warning Surface must be at
LANDING
the bottom of the ramp and within the required distance from the rail.
8.
When the grade break between the curb ramp and the landing is less than or equal to
5 ft from the back of curb at all points place the Detectable Warning Surface on the
WALKWAY WALKWAY : WIDTH OF CUT- bottom of the curb ramp directly above
:*of the grade break.
- THROUGH (TYP.)
_J • • + DETECTABLE WARNING •
o SURFACE (DWS) - .. WIDTH OF CUT -THROUGH
0 SEE NOTE 4 CURB RAMP (TYP.)
...... ..
z BACK OF CURB Of
Lu
ILL............. ..... .. ......
SINGLE DIRECTION CURB RAMP ""' ••••••••• 2' - o" MIN.
FLARE FLARE 2' - 0"
m (GRADE BREAK BETWEEN CURB AND ;;... MIN.
z LANDING <_ 5 FT. FROM BACK OF CURB) :..
' ...
(SEE NOTE 6) � :.. •• ...• ::
Q DETECTABLE WARNING \ ;;• DETECTABLE WARNING
Q LANDING BACK OF CURB SURFACE (DWS) - SURFACE (TYP.)
SEE NOTE 2 w SEE NOTE 3 y SEE NOTE 3
Y DIRECTION OF TRAVEL BACK OF CURB Q
WIDTH OF CURB RAMP
CURB RAMP 12� BACK OF CURB - SEE NOTE 2
C� m
PERPENDICULAR CURB RAMP SEE NOTE 2
WIDTH OF '
WALAY •''''' ..'
•' ' (SEE NOTE 6)
• •'.• WALKWAY
�A ... :.
H � 2'- o" MIN.
ISLAND CUT—THROUG
•: WIDTH OF CURB RAMP,
LANDING, OR WALKWAY DETECTABLE WARNING
• SURFACE (TYP.) - / •;•• ••••.•
• ++ + DETECTABLE WARNING SEE NOTE 3
• ++ SURFACE (DWS) - SEE NOTE 3
BACK OF CURB _��— / BACK OF CURB
SEE NOTE 2 _ SEE NOTE 2 MEDIAN CUT —THROUGH
3-771
SINGLE DIRECTION CURB RAMP -
DETECTABLE WARNING b N I I I WIDTH OF SHARED -
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - I USE PATH OR
LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 X `� ::;;;: WALKWAY (TYP.)
(SEE NOTE 6)""'�
CURB RAMP CURB RAMP
WALKWAY 7 LANDING - r- WALKWAY
............
BACK OF CURB DETECTABLE WARNING
SURFACE (DWS) - SEE NOTE 3
SEE NOTE 2 WIDTH OF
LANDING
PARALLEL CURB RAMP
(SEE NOTE 6)
PATH OR
WALKWAY
PEDESTRIAN RAILROAD CROSSING
WIDTH OF CUT -THROUGH SHARED -USE
(TYP.) PATH OR
WALKWAY
ROUNDABOUT SPUTTER
ISLAND PAVEMENT SHOULDER
EDGE
DETECTABLE WARNING
SURFACE (DWS) - _
SEE NOTES 4 & 5
PLACEMENT GUIDELINES SHARED —USE PATH CONNECTION
7
I
6 I sI J�
SURVEYED.
scALE
a=20T
HOOKAL* 1985991
DATUM
CITY OF
i R E N TO N
Planning/Building/Public Works Dept.
°�"
> LARSENPRI
2
3RD ROUND REVISIONS PER CITY COMMENTS
AJL
5/8/18
JF
DRAWN,
E. MARSHALL
ONE 1N0H
IFAT FU
NOT LL SCALE
ONE INC:FI
S� DINGLY
1
1ST ROUND REVISIONS PER CITY COMMENTS
AJL
1/10/17
JF
CHEM. K
J. FENG
NO.
REVISION
BY
DATE
APPR
01`w# D;
J. FENG
DETECTABLE WARNING
SURFACE
SHEET 1 OF 1 SHEET
07/15/16
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R-397416 1¢
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
SURFACE WATER UTILITY ON L:ELOPMENT ENGINEERING �' 0
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CEDAR RIDGE SHORT PLAT 8-8-2017 Cr
19810M. PAGE _ 112�
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